STEWART JR, 1981 - Google Patents
An Experimental Investigation Into the Uplift Capacity of Drilled Shaft Foundations in Cohesionless SoilsSTEWART JR, 1981
- Document ID
- 2660172822973267358
- Author
- STEWART JR J
- Publication year
External Links
Snippet
Current design practice for drilled shaft foundations subjected to uplift load relies heavily upon local experience and simplified empirical correlations with laboratory and field tests. The resulting designs are usually quite conservative to account for the uncertainties involved …
- 239000002689 soil 0 title description 695
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Brown et al. | ICE Manual of Geotechnical Engineering, Volume II: Geotechnical design, construction and verification | |
Rowe | Geotechnical and geoenvironmental engineering handbook | |
Viggiani et al. | Piles and pile foundations | |
Welch | Lateral load behavior of drilled shafts | |
Rotte et al. | Influence of nail inclination and facing material type on soil-nailed slopes | |
Reese et al. | Drilled Shaft Design and Construction Guidelines Manual: Reese, LC, and Allen, JD, Structural analysis and design for lateral loading | |
Li et al. | Field investigation of the performance of composite foundations reinforced by DCM-bored piles under lateral loads | |
Huang et al. | Foundation engineering analysis and design | |
Fuenkajorn et al. | Sealing of boreholes and underground excavations in rock | |
STEWART JR | An Experimental Investigation Into the Uplift Capacity of Drilled Shaft Foundations in Cohesionless Soils | |
Small | Geomechanics in soil, rock, and environmental engineering | |
Thiyyakkandi | Study of grouted deep foundations in cohesionless soils | |
Karkush | Simulation the Behavior of Passive Rigid Pile in Sandy Soil. | |
Peng et al. | Deformation characteristics of soft soil induced by deep excavation and its impact on adjacent tunnels: a case study in shanghai | |
Mahajan et al. | Effects of basement excavation and raft loading on urban tunnel in sand: model testing and analysis | |
Ahmed et al. | Mitigation of risks associated with deep excavations: state of the art review | |
John et al. | ICE manual of geotechnical engineering | |
Bolarinwa | The Effects of Kaolinite-Clay on the Undrained Strength Characteristics and Static Liquefaction Behavior of East Coast Sand | |
Toma | A model study of negative skin friction on a fixed base pile in soft clay | |
Patra | Ground improvement techniques | |
Zhou et al. | Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves | |
Jaworski | An evaluation of the performance of a braced excavation. | |
Reese et al. | Drilled Shaft Manual: Construction procedures and design for axial loading | |
Tan | Sheet pile wall design and performance in peat | |
Grahnström et al. | Estimation of collapse load on a granular working platform using limit analysis-a parametric study on a layered soil model |